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N <br />TIE VERTICAL REBAR <br />TO HORIZONTAL <br />REBAR W/ 10 HOOK <br />- GROUTED BOND BEAM <br />g CLEAN OUT REQUIRED <br />C FOR INSPECTION <br />0'-0' FIN. FLR. <br />.4 <br />TIE ERTICAL REBAR <br />... ° • a • <br />TO HORIZONTAL <br />.°.: <br />REBAR W/ 10' HOOK <br />BAR SIZE 48 8AR DIA <br />#4 24" <br />m <br />#5 30' <br />#8 38 <br />#7 47' <br />HORIZONTALIVERTICAL <br />REINFORCING <br />0 <br />SCALE: 3/4"=1'-0' <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />JOINT (WHERE <br />APPLICABLE) <br />8" PVC CHASE — <br />THRU FOOTING <br />STEEL REINFORCING IN GROUTED <br />2 CELL SEE PLAN FOR SIZE AND <br />5 SPACING REQUIREMENTS <br />O� <br />b s 8" CMU WALL <br />�--^�q. os. . <br />I OH OF SIAH ' <br />EE SLAB SCHEDULE <br />4'• CHAMFER (1STORY) <br />I <br />BAR SIZE <br />48 BAR DIA <br />8" CHAMFER (2STDRY) <br />#3 <br />18" <br />#4 <br />24" <br />MATCH STEEL <br />#5 <br />30' <br />REINFORCEMENT <br />3 6„ <br />PER SCHEDULE <br />#7 <br />42' <br />SEE SCHEDU.E <br />FMB BAR E SIL AWBARARI <br />PVC CHASE <br />THRU FOOTING <br />4 <br />SCALE:3/4'=1'-0' <br />JG <br />REINFORCEMENT <br />PER SCHEDULE <br />#5 BARS <br />a <br />W <br />1'd <br />El > <br />O�! <br />CMU UNIT DIMENSIONS <br />ARE NOMINAL SIZES <br />MASONRY SYMB <br />SCALE: 3/4" 1•-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA #: 0003325 <br />IL <br />r <br />fill] <br />O <br />SVSDIV. do LOT. <br />ABBOTT PARK <br />LOT #15 <br />BLK #13 <br />PHASE 4B <br />PItOJ=CT1p <br />04181.04B-15131 <br />moDEla <br />4EBB <br />"1828-CALI" <br />GARAGE AWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />4ARA. <br />X9* <br />LNO <br />PRINT 02/07/22 <br />DATE: <br />!/CAL=: 1/4"=1'-0" <br />i!i=ET <br />S1.2A <br />